JPS6016603A - Construction of wood brick - Google Patents

Construction of wood brick

Info

Publication number
JPS6016603A
JPS6016603A JP12227583A JP12227583A JPS6016603A JP S6016603 A JPS6016603 A JP S6016603A JP 12227583 A JP12227583 A JP 12227583A JP 12227583 A JP12227583 A JP 12227583A JP S6016603 A JPS6016603 A JP S6016603A
Authority
JP
Japan
Prior art keywords
bricks
wooden bricks
wooden
asphalt
rubber
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP12227583A
Other languages
Japanese (ja)
Other versions
JPH0246721B2 (en
Inventor
正司 北田
小寺 学
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sanyo Mokuzai Bofu KK
Original Assignee
Sanyo Mokuzai Bofu KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sanyo Mokuzai Bofu KK filed Critical Sanyo Mokuzai Bofu KK
Priority to JP12227583A priority Critical patent/JPH0246721B2/en
Publication of JPS6016603A publication Critical patent/JPS6016603A/en
Publication of JPH0246721B2 publication Critical patent/JPH0246721B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は木レンガの施工方法に関する。[Detailed description of the invention] The present invention relates to a method for constructing wooden bricks.

舗装材料としての木レンガはコンクリート舗装等に比べ
て歩行感が良く、震動に対する吸収緩和性に優れており
、かつ周囲の景観との調和が良い等の長所を有するため
、最近公園等の路面に一部施工される等その利用価値が
認識されるに及んで今後の大中な普及が期待される。
Wooden bricks as a paving material have a better walking feel than concrete pavements, are better at absorbing and mitigating vibrations, and blend well with the surrounding landscape, so they have recently been used as road surfaces in parks, etc. It is expected that it will become more popular in the future as its utility value is recognized, such as when it is partially constructed.

しかし、従来の木レンガの施工方法は、空練りモルタル
で概ね平滑に構成した下地の上に個々の木レンガを適当
な間隙を設&Jて目測で敷き並べ、木づち等で木レンガ
上面全体に凹凸の無いように、又木レンガの下部が少し
空練りモルタル内に埋るように叩き揃え、その抜本レン
ガ間の間隙へ溶融したアスファルトを木レンガの上端か
らやや下方まで注入して固め、その上に目地用の砂を入
れる方法と、モルタル又はコンクリートで平滑に仕上げ
た下地に溶融アスファルトを用いて個々の本レンガを適
当な間隙を設&Jて目測で敷き並べた後、その間隙に溶
融したアスファルトを上記と同様に注入して固め、その
上に目地用の砂を入れる方法との2種類が知られている
。しかし前者の方法では木レンガを下地に敷き並べた後
、木づち等で木レンガ上面を叩き揃える手間がかかる上
、広い面積に施工する場合木レンガの吸湿による膨張を
間隙に流し込むアスファルトのみで吸収しきれず、空練
りモルタル下地に固定された木レンガが離れて浮き上る
という問題があった。又、後者の方法は溶融アスファル
トを用いて木レンガをモルタル下地に接着して前者の問
題を解消しようとしたものであるが、溶融アスファルト
は温度の低下と共に急速に固化する性質があるため溶融
アスファルトを用いて木レンガを敷き並べる場合には迅
速な作業を必要とし、従って僅かの区域づつしか貼り付
けることができず、特に冬季や寒冷地での施工は極めて
困難であった。又、下地に散布した溶融アスファルト上
に水滴等が落ちればアスファルトが跳ね飛び人体に危険
であるのみならず、湿った状態の木レンガの敷き並べに
よる下地との接着不良が頻繁に起り問題であった。更に
、この両者に共通の問題として狭い木レンガ間の間隙に
溶融アスファルトを固化しない間に素早くかつ木レンガ
上面に付着しないように流し込む作業は非富に熟練を要
する上、アスファルトの溶融装置や溶融アスファルトを
流し込むための特殊な装置を必要とした。又、従来の施
工方法では本レンガの敷き並べに際し水系を使用するも
のの殆ど目測で行なうため作業能率が悪く、木レンガ間
の間隙が不揃いとなり、更に周りの景観との調和を欠き
、歩きにくく商品価値を低下させるものであった。
However, the conventional method of constructing wooden bricks is to lay individual wooden bricks by eye with appropriate gaps on a roughly smooth base made of air-kneaded mortar, and then use a mallet etc. to spread the entire top surface of the wooden bricks. Pound the wooden bricks so that there are no unevenness and that the lower part of the wooden bricks is slightly buried in the dry mortar, then pour molten asphalt into the gap between the bricks from the top of the wooden bricks to a little below and harden it. One method is to add sand for joints on top, and the other is to use molten asphalt on a base that has been smoothed with mortar or concrete, and then lay individual real bricks by eye with appropriate gaps and then place molten asphalt in the gaps. Two methods are known: one injects and hardens asphalt in the same manner as above, and then pours sand for joints on top. However, with the former method, it takes time to lay the wooden bricks on the base and then pound the top surfaces of the wooden bricks with a mallet, etc., and when constructing over a large area, the expansion of the wooden bricks due to moisture absorption is absorbed only by the asphalt poured into the gaps. There was a problem that the wooden bricks fixed to the dry mortar base would separate and float. In addition, the latter method attempted to solve the former problem by using molten asphalt to bond wooden bricks to the mortar base, but since molten asphalt has the property of rapidly solidifying as the temperature decreases, it is difficult to use molten asphalt. When laying wooden bricks using wood bricks, it is necessary to work quickly, and therefore it is possible to paste only a few areas at a time, making construction particularly difficult in winter or in cold regions. Furthermore, if water droplets fall on the molten asphalt that has been sprayed on the base, not only will the asphalt splatter and pose a danger to humans, but also problems such as poor adhesion to the base will frequently occur when wooden bricks are laid in damp conditions. Ta. Furthermore, a common problem with both methods is that pouring the molten asphalt quickly into the narrow gaps between the wooden bricks without solidifying it and without adhering to the top surface of the wooden bricks requires a great deal of skill, and the asphalt melting equipment and Special equipment was required to pour the asphalt. In addition, although conventional construction methods use a water system to lay the bricks, most of the work is done by visual inspection, which results in poor work efficiency, resulting in uneven gaps between the wooden bricks, and a lack of harmony with the surrounding landscape, making the product difficult to walk on. It was a devaluation of the value.

本発明はかかる従来の本レンガの施工方法の欠点或は問
題点を解消して施工が簡単で作業上の危険がなく、又木
レンガの下地との接着性が良く、特に湿った木レンガを
使用しても接着力の低下がな(、かつ木レンガの伸縮に
対応して十分な接着力を有し、耐久性及び施工コストの
安価な木レンガの施工方法を提供することを目的として
なされたものである。即ち、本発明の木レンガの施工方
法は、木レンガをモルタル又はコンクリート下地面にア
スファルト乳剤又はゴムラテ・ノクス或はこれらの混合
乳剤を用い接着して所定中の間隙を設けて所定の形状に
敷き並べ、該敷き並べられた本レンガ相互の間隙に前記
アスファルト乳剤又はゴムラテックス或はこれらの混合
乳剤とゴム状弾性体又は骨材から選ばれる1種又は2種
以上の混合物との配合物を充填することを要旨とする木
レンガの施工方法である。
The present invention solves the drawbacks and problems of the conventional brick construction method, is easy to construct, does not pose any operational hazards, and has good adhesion to the base of wooden bricks, especially when wet wooden bricks are used. The purpose was to provide a method for constructing wood bricks that does not reduce adhesive strength even after use (and has sufficient adhesive strength to accommodate the expansion and contraction of the wooden bricks, is durable, and has low construction costs). That is, the wooden brick construction method of the present invention involves bonding wooden bricks to a mortar or concrete base using asphalt emulsion, rubber latte nox, or a mixed emulsion thereof, and creating a predetermined gap. The bricks are laid out in a predetermined shape, and the asphalt emulsion, rubber latex, or a mixture of one or more selected from the group consisting of the asphalt emulsion, rubber latex, or a mixed emulsion thereof, and a rubber-like elastic material or aggregate are placed in the gaps between the laid bricks. This method of constructing wood bricks consists of filling the wood with a mixture of:

次に本発明の施工方法を順を追うて説明すると、先ずひ
のき、からまつ等比較的硬質の樹種から適宜の大きさ例
えば縦、横各50〜150m、高さ10〜200mmに
成形された本レンガを多数用意する。
Next, to explain the construction method of the present invention step by step, first, a book is formed from relatively hard wood such as Hinoki or Karamatsu into an appropriate size, for example, 50 to 150 m in length and width and 10 to 200 mm in height. Prepare many bricks.

次いで木レンガの施工場所を整地してモルタル又はコン
クリートを略平滑に敷いて基礎及び下地面とし、この下
地面にアスファルト乳剤又はゴムラテックスを略均−に
散布する。アスファルト乳剤には乳化剤の種類によりア
ニオン系乳剤、カチオン系乳剤等のほかニトリルゴム等
のゴム類を混合したゴムアスファルト乳剤、樹脂類を混
合した樹脂アスファルト乳剤等があり、又、ゴムラテッ
クスにも天然ゴムラテ・ノクスや再生ゴムラテ・ノクス
等があり種々市販されているが、本発明で(よこれらの
単独のみでなく各種アスファルト乳剤とゴムラテックス
との混合乳剤も広く使用することができ、又、木レンガ
の樹種、施工場所等に応して適宜選択して使用すること
もできる。アスファルト乳剤又はゴムラテ・ノクス或は
これらの混合乳剤(以下これらを総称してアスファルト
乳剤等とG1う。)の散布量はモルタル下地面1 rJ
当り1〜5p程度望ましくは2〜4p程度でよいが、散
布量が多ずぎても特に差支えない。
Next, the site where the wood bricks are to be constructed is leveled and mortar or concrete is laid approximately evenly to form a foundation and subsurface, and asphalt emulsion or rubber latex is approximately evenly spread on this subsurface. Asphalt emulsions include anionic emulsions and cationic emulsions depending on the type of emulsifier, as well as rubber asphalt emulsions mixed with rubbers such as nitrile rubber, and resin asphalt emulsions mixed with resins. Various kinds of rubber latte Nox and recycled rubber latex Nox are commercially available, but in the present invention, not only these alone but also mixed emulsions of various asphalt emulsions and rubber latex can be widely used. It can be selected and used as appropriate depending on the type of brick tree, construction site, etc. Spraying asphalt emulsion, rubber latte nox, or a mixed emulsion of these (hereinafter collectively referred to as asphalt emulsion, etc.) The amount is 1 rJ for the mortar base surface.
The amount may be about 1 to 5 p, preferably about 2 to 4 p, but there is no problem even if the amount is too large.

次にアスファルト乳剤等を散布したモルクルはコンクリ
ート下地面に木レンガを木口面を舗装面とし”ζ所定中
の間隙を設けて所定の形状Gこ敷き並べる。この敷き並
べに際しては従来のようGこ水系を張り、これに沿って
敷き並べてもよし)が、第1図乃至第3図に示したよう
に丸鋼等の剛性の長方材料を用いて組立てられた枠体を
使用すれLf本レンガの敷き並べを迅速に行なうことが
できる。
Next, the morkle with asphalt emulsion etc. sprinkled on it is laid out on the concrete base surface with wood bricks in a predetermined shape G with the end surface facing the pavement. (You can also lay out the water system and lay it out along this line.) As shown in Figures 1 to 3, it is possible to use a frame assembled using rigid rectangular materials such as round steel. can be laid out quickly.

第1図は千鳥格子状の枠体2、第2図は基板4尺枠体3
の夫々平面図を示す。■は木レンガである。
Figure 1 shows a houndstooth frame 2, and Figure 2 shows a board 4 and a frame 3.
A plan view of each is shown. ■ is wood brick.

第3図は単一格子の形状を長方形の平面形状を有する本
レンガ1′に合わせて長方形に形成した千鳥格子状の枠
体4の平面図を示す。このほか枠体の形状は本レンガの
形状及び施工形状に合せて種々に形成させることができ
る。この場合、枠体組立用の材料の巾は枠体の撓みを小
さくして取り扱いを容易にし、かつ木レンガの寸法誤差
を吸収できる範囲を選び、敷き並べられる木レンガの所
定の間隙の約10%以上、約80%以下とすることが好
ましい。
FIG. 3 shows a plan view of a frame 4 in a houndstooth check pattern in which the shape of the single lattice is formed into a rectangle to match the brick 1' having a rectangular planar shape. In addition, the shape of the frame body can be formed in various ways according to the shape of the brick and the construction shape. In this case, the width of the material for assembling the frame is selected to be within a range that minimizes the deflection of the frame, making it easy to handle, and absorbing the dimensional errors of the wooden bricks. % or more and about 80% or less.

かかる枠体を用いて木レンガを敷き並べるには第1図乃
至第3図に示すように本レンガを単一格子の一角に沿わ
せて敷き並べることにより、アスファルト乳剤等を接着
媒体として迅速にモルタル下地面に固定させることがで
きる。かかる枠体を使用した1回当りの施工面積は特に
限定されないが、枠体の取扱い上から一辺長3m程度が
好ましい。
In order to lay out wooden bricks using such a frame, as shown in Figures 1 to 3, the bricks can be laid out along one corner of a single lattice, and asphalt emulsion or the like can be used as an adhesive medium quickly. It can be fixed to the mortar base. The area of construction per time using such a frame is not particularly limited, but from the viewpoint of handling of the frame, a side length of about 3 m is preferable.

次に、モルタル又はコンクリート下地面に接着固定され
た本レンガ間の間隙(目地)にゴム状弾性体又は骨材か
ら選ばれる1種又は2種以上の混合物と前記アスファル
ト乳剤等との配合物を充填する。
Next, a mixture of one or more selected from rubber-like elastic bodies or aggregates and the asphalt emulsion, etc. is applied to the gaps (joints) between the bricks that are adhesively fixed to the mortar or concrete base surface. Fill.

ゴム状弾性体としては粉状又は粒状の天然ゴム、再生ゴ
ム、合成ゴム等からなるゴム材料が好適に使用され、又
合成ゴムとしてはシリコンゴム、スルフィドゴム、ウレ
タンゴム、アクリルゴム、ブチルゴム等が使用できる。
As the rubber-like elastic body, rubber materials made of powdered or granular natural rubber, recycled rubber, synthetic rubber, etc. are preferably used, and as the synthetic rubber, silicone rubber, sulfide rubber, urethane rubber, acrylic rubber, butyl rubber, etc. Can be used.

又、骨材としては砂利、砂、ガラス粒、鉄屑、スラグ等
の無機系材料を使用することができる。これらのゴム状
弾性体又は骨材(以下骨材等という)は木レンガ間の目
地の閉塞のための増量効果と木レンガの膨張及び寸法誤
差を吸収するための弾性の付与及び木レンガの乾燥に伴
なう割れ目の拡張の拘束を目的としてゴム状弾性体と骨
材の比率を1;0〜0:1とし、それらの1種又は2種
以上を適宜に混合して使用することができる。すなわち
、乾燥状況で使用する場合は目地の割れに対する拘束力
を大にするため骨材の比率を大とし、反対に湿潤状況で
使用する場合は目地を本レンガの膨潤に対応させるため
ゴム状弾性体の比率を大とする。又、骨材等の粒径は木
レンガ間の間隙に入る大きさを限度として特に限定され
ないが、これらを予めアスファルト乳剤等と配合したも
のを目地に充填する場合には乳剤等への分散を均一に行
なわせる上から可及的小さい方が好ましく、又、目地に
骨材等を充填した後アスファルト乳剤等を流し込む場合
にはアスファルト乳剤等が目地内に均一に行き亘るよう
骨材等の粒径は約1 i+m以上であることが望ましい
Further, as the aggregate, inorganic materials such as gravel, sand, glass particles, iron scraps, and slag can be used. These rubber-like elastic bodies or aggregates (hereinafter referred to as aggregates, etc.) have a bulking effect to close the joints between the wooden bricks, provide elasticity to absorb the expansion and dimensional errors of the wooden bricks, and dry the wooden bricks. For the purpose of restraining the expansion of cracks due to cracks, the ratio of rubber-like elastic body and aggregate is set to 1:0 to 0:1, and one or more of these can be used in an appropriate mixture. . In other words, when used in dry conditions, the ratio of aggregate is increased to increase the restraining force against cracking of the joints, and on the other hand, when used in wet conditions, rubber-like elasticity is added to the joints to accommodate the swelling of the real bricks. Increase body proportions. In addition, the particle size of aggregate etc. is not particularly limited to the size that can fit into the gaps between wooden bricks, but if these are mixed with asphalt emulsion etc. in advance and filled into the joint, it is necessary to disperse them in the emulsion etc. It is preferable that the particles be as small as possible in order to ensure uniformity, and when pouring asphalt emulsion etc. into the joints after filling the joints with aggregate, etc., the grain size of the aggregate, etc. The diameter is preferably about 1 i+m or more.

木レンガ間への骨材等とアスファルト乳剤等との配合物
の充填は以上のように骨材等を充填した後アスファルト
乳剤等を流し込んでもよく、又、予め骨材等をアスファ
ルト乳剤等に分散させて流し込んでもよい。このように
して骨材等とアスファルト乳剤等を木レンガ間の間隙に
充填した後、その表面に砂を散布することにより本発明
の施工方法は完了する。第4図は本発明によって千鳥格
子状に施工された木レンガの施工状態の一例を示す平面
図、第5図は第4図のイーイ断面図である。
Filling the space between the wooden bricks with a mixture of aggregate, etc. and asphalt emulsion, etc. may be done by filling the aggregate, etc. as described above, and then pouring the asphalt emulsion, etc., or by dispersing the aggregate, etc. in the asphalt emulsion, etc. in advance. You can let it flow. After filling the gaps between the wooden bricks with aggregate, etc. and asphalt emulsion, etc. in this manner, the construction method of the present invention is completed by scattering sand on the surfaces thereof. FIG. 4 is a plan view showing an example of the construction state of wooden bricks constructed in a houndstooth pattern according to the present invention, and FIG. 5 is a cross-sectional view of FIG. 4.

図において1は木レンガ、5はモルタル下地、6゜8は
アスファルト乳剤等、7は骨材等、9は砂である。
In the figure, 1 is a wooden brick, 5 is a mortar base, 6°8 is an asphalt emulsion, etc., 7 is an aggregate, etc., and 9 is sand.

以下に実施例を掲げて本発明を更に説明する。The present invention will be further explained below with reference to Examples.

実施例1 縦、横各4mの場所に割り栗石を10〜15cmの厚さ
に敷いて衝き固めた上に生コンクリートを15cmの厚
さに敷いた上金ゴテ仕上げし平坦に均した下地の上に市
販のアニオン系アスファルト乳剤を1d当り21の割合
で均一に散布した。この上に水系を用いて樹種カラマツ
からなる大きさ縦90論×横90鶴×高さ50mmの木
レンガ(含水率90重量%)を木口面が舗装面となるよ
うにして千鳥格子状に配列して敷き並べ接着させた。こ
の場合木レンガ間の間隙は10龍とした。
Example 1 Split stone was spread to a thickness of 10 to 15 cm in a space measuring 4 m in length and width, and then hardened, and then fresh concrete was spread to a thickness of 15 cm on top of a base that was finished with a metal trowel and leveled. A commercially available anionic asphalt emulsion was uniformly dispersed at a rate of 21 parts per 1 d. On top of this, using a water system, wood bricks (90mm in length x 90mm in width x 50mm in height) made of the larch tree species (moisture content 90% by weight) were laid in a houndstooth pattern with the end side facing the paved surface. I arranged them, laid them out, and glued them together. In this case, the gap between the wooden bricks was 10 dragons.

次いで、径約511IIに篩別した砂利を木レンガ間の
間隙に充填した後、砂利の上から上記と同様のアニオン
系アスファルト乳剤を1i当り2.52の割合で均一に
注入した。その抜本レンガ間の間隙に砂を目地が隠れる
程度に散布して木レンガの施工を完了した。
Next, gravel sieved to a diameter of about 511 II was filled into the gaps between the wooden bricks, and then the same anionic asphalt emulsion as above was injected uniformly over the gravel at a rate of 2.52/i. The construction of the wooden bricks was completed by scattering sand into the gaps between the solid bricks to the extent that the joints were hidden.

実施例2 木レンガをコンクリート面に敷き並べる工程で径4龍の
丸鋼を用いて単一格子の大きさが縦横各961m、全体
の大きさがlmX2mの千鳥格子状に組立てた枠を使用
し、木レンガを第1図に示すように格子の一角に沿わず
ようにして敷き並べた以外は実施例1と全く同一の材料
及び方法を用いて木レンガを施工した。
Example 2 In the process of laying wooden bricks on a concrete surface, a frame assembled into a houndstooth grid with a single lattice size of 961 m in length and width and a total size of 1 m x 2 m was used using round steel with a diameter of 4. However, the wooden bricks were constructed using the same materials and method as in Example 1, except that the wooden bricks were laid out so as not to follow one corner of the lattice as shown in FIG.

実施例3 実施例2と同様の千鳥格子状の枠を使用して木レンガを
敷き並べた後、実施例1と同様のアニオン系アスファル
ト乳剤に砂をlI!、当り、1.5℃の割合で混合した
ものを木レンガ間の間隙に木レンガの上面より少し下方
まで注入した以外は実施例1と同様の月料及び方法を用
いて木レンガを施工した。
Example 3 After laying wooden bricks using the same houndstooth frame as in Example 2, sand was added to the same anionic asphalt emulsion as in Example 1! Wooden bricks were constructed using the same monthly fee and method as in Example 1, except that the mixture at a rate of 1.5°C was injected into the gaps between the wood bricks to a point slightly below the top surface of the wood bricks. .

比較例 木レンガの従来法による施工例として、縦横各4mのモ
ルタル平滑下地面に溶融アスファルトを11Tr当り3
Ilの割合で均一に流し広げ、水系を補助的に用いて実
施例1と同−樹種及び寸法の木レンガ(但し含水率約8
0重量%)を木口面が舗装面となるように千鳥格子状に
敷き並べて接着させた。この場合の木レンガ間の藺隙も
10部とした。
Comparative Example As an example of wood brick construction using the conventional method, molten asphalt was applied to a smooth mortar base of 4 m in length and width at 3 per 11 Tr.
Spread it uniformly at a ratio of Il, and use an aqueous solution to prepare wooden bricks of the same tree type and size as in Example 1 (however, the moisture content is about 8
0% by weight) were laid out and adhered in a houndstooth pattern so that the end surface was the paved surface. In this case, the gap between the wooden bricks was also 10 parts.

次いで木レンガ間の間隙に溶融アスファル1−を木レン
ガの上端からやや下方まで流し込んで固化させ、その上
に目地川砂を散布して施工を終了した。
Next, molten asphalt 1- was poured into the gaps between the wooden bricks from the upper ends of the wooden bricks to slightly below and solidified, and Mejigawa sand was sprinkled on top of the asphalt to complete the construction.

以上、実施例1〜3に示した本発明による木レンガの施
工と比較例に示した従来法による木レンガの施工とによ
る各施工工程毎の所要時間を比較した結果は第1表の如
くであった。なお、表中の数字は1人当りに換算した所
要時間を示す。
Table 1 shows the results of comparing the time required for each construction process between the wooden brick construction according to the present invention shown in Examples 1 to 3 and the conventional method shown in the comparative example. there were. The numbers in the table indicate the required time per person.

第 1 表 以上の結果からも明らかなように本発明の施工方法によ
るときは、従来法に比し作業能率が向上し施工に要する
時間を大1jに短縮しうろことが明らかである。
As is clear from the results in Table 1 and above, when using the construction method of the present invention, it is clear that the work efficiency is improved and the time required for construction can be shortened by about 1j compared to the conventional method.

更に、上記実施例以外にアニオン系アスファルト乳剤の
代りに市販の再生ゴムラテックスを用いて実施例1と同
様の条件で施工した実施例、木レンガをモルタル下地に
接着するアスファルト乳剤の代すにニトリルゴム添加ア
スファルト乳剤をIM当り1.51散布した以外は実施
例1と同様の条件で施工した実施例、ゴム状弾性体とし
て径31Il程度の再生ゴムと骨材として径約5鰭の砂
利とを4二6(容積比)に混合したものを本レンガ間の
間隙に充填し砂利のみの充填に代えた以外は実施例1と
同一の条件で施工した実施例、ゴム状弾性体としてウレ
タンゴム粉末、骨材として径約5鮪の砂利とを1;1 
(容積比)に混合したものを木レンガ間の間隙に充填し
、砂利のみの充填に代えた以外は実施例1と同一の条件
で施工した実施例、砂利の代りに径511m前後の鉄屑
及びガラス屑の混合物を充填した以外は実施例1と同様
の条件で施工した実施例等各種実施したが、何れの実施
例においても短時間で作業性よく施工することができ、
又、本発明に使用するアスファルト乳剤又はゴムラテッ
クスは取扱い上殆ど水と変らない性状を有し危険が全く
ないほか、乳剤中の水の脱離と共に本来の接着性を発揮
するからモルタル下地に散布されても水分が残存する限
り、従来の溶融アスファルトのように温度低下によって
急速に固化して接着性を失なうような虞れはなく、又、
湿った木レンガを使用しても従来法のように接着不良を
起ずことがない。又、成る程度乾燥した木レンガにおい
ては乳剤中の水が木レンガに吸収されて即座に接着力を
有するようになり極めて作業性がよい。
Furthermore, in addition to the above-mentioned examples, there are also examples in which construction was carried out under the same conditions as in Example 1 using commercially available recycled rubber latex instead of anionic asphalt emulsion, and nitrile instead of asphalt emulsion for bonding wooden bricks to the mortar base. An example in which construction was carried out under the same conditions as in Example 1, except that the rubber-added asphalt emulsion was spread at a rate of 1.51 per IM, and recycled rubber with a diameter of about 31 Il was used as the rubber-like elastic body and gravel with a diameter of about 5 fins was used as the aggregate. An example in which construction was carried out under the same conditions as Example 1, except that a mixture of 426 (volume ratio) was filled into the gaps between the bricks instead of gravel alone, and urethane rubber powder was used as the rubber-like elastic body. , 1:1 with gravel of about 5 tuna in diameter as aggregate.
An example in which construction was carried out under the same conditions as Example 1, except that a mixture of (volume ratio) was filled into the gaps between the wooden bricks, and only gravel was used. Various examples were carried out, including construction under the same conditions as in Example 1, except that the mixture was filled with a mixture of glass chips and glass chips.
In addition, the asphalt emulsion or rubber latex used in the present invention has properties that are almost the same as water in handling, so there is no danger at all, and as the water in the emulsion is removed, it exhibits its original adhesive properties, so it can be easily sprayed onto the mortar base. Even if the asphalt is heated, as long as water remains, there is no risk of it rapidly solidifying and losing adhesive properties due to a drop in temperature, unlike conventional molten asphalt.
Even if wet wooden bricks are used, adhesion failure does not occur unlike in conventional methods. In addition, when the wood bricks are dried to a certain extent, the water in the emulsion is absorbed into the wood bricks, and the wood bricks immediately become adhesive, resulting in extremely good workability.

又、本発明の木レンガの施工方法によれば従来のアスフ
ァルト溶融装置や、溶融に要する手間、取扱い上の困難
さ、溶融アスファルトを狭い本レンガ間の間隙に流し込
む煩雑さや熟練及び流し込むための特殊な装置等を全く
必要とすることなく、しかも木レンガは乾湿何れの状態
でも接着力が強いのでモルタル又はコンクリートからの
浮き上りがなく、又、木レンガ間の接着力も向上して耐
久性及び商品価値のすぐれた施工方法を提供することが
できる顕著な効果を有する。更に、木レンガの敷き並ベ
ニ程に剛性の長方材料からなる枠体を使用することによ
り木レンガの敷き並べに要する作業時間を大lJに短縮
することができ、又、木レンガ間の間隙も揃って非常に
外観の良好な施工面となすことができる利点がある。
In addition, the wooden brick construction method of the present invention does not require the use of conventional asphalt melting equipment, the labor required for melting, the difficulty in handling, the complexity of pouring molten asphalt into narrow gaps between real bricks, and the need for special skills and pouring techniques. In addition, wooden bricks have strong adhesive strength in both wet and dry conditions, so there is no lifting from mortar or concrete, and the adhesive strength between wooden bricks is also improved, increasing durability and product quality. It has the remarkable effect of providing a construction method with excellent value. Furthermore, by using a frame made of a rectangular material that is as rigid as the wooden brick lining, the working time required for arranging the wooden bricks can be reduced by a large amount of lJ. All in all, it has the advantage of providing a construction surface with a very good appearance.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は千鳥格子状の枠体の平面図、第2図は基板状枠
体の平面図、第3図は単一格子形状が長方形の千鳥格子
状枠体の平面図、第4図は本発明によって施工された木
レンガの施工状態の一例を示す平面図、第5図は第4図
のイーイ断面図を示す。 1・・・本レンガ、2,3.4・・・枠体、5・・・モ
ルタル又はコンクリート下地、6,8・・・アスファル
ト乳剤等、7・・・骨材等、9・・・砂。 特許出願人 山陽木材防腐株式会社
Figure 1 is a plan view of a houndstooth frame, Figure 2 is a plan view of a substrate frame, Figure 3 is a plan view of a houndstooth frame with a rectangular single lattice shape, and Figure 4 is a plan view of a frame with a houndstooth check pattern. The figure is a plan view showing an example of the construction state of wooden bricks constructed according to the present invention, and FIG. 5 is a cross-sectional view of FIG. 4. 1... Real brick, 2, 3.4... Frame, 5... Mortar or concrete base, 6, 8... Asphalt emulsion, etc., 7... Aggregate, etc., 9... Sand . Patent applicant Sanyo Wood Preservation Co., Ltd.

Claims (1)

【特許請求の範囲】 ■)木レンガをモルタル又はコンクリート下地面にアス
ファルト乳剤又はゴムラテックス或はこれらの混合乳剤
を用い接着して所定1Jの間隙を設けて所定の形状に敷
き並べ、該敷き並べられた木レンガ相互の間隙に前記ア
スファルト乳剤又はゴムラテックス或はこれらの混合乳
剤とゴム状弾性体又は骨材から選ばれる1種又は2種以
上の混合物との配合物を充填することを特徴とする木レ
ンガの施工方法。 2)木レンガをモルタル下地面にアスファルト乳剤又は
ゴムラテックス或はこれらの混合乳剤を用い接着して所
定11の間隙を設けて所定の形状に敷き並べるに際し、
剛性の長方材料を用いて組立てられた枠体を使用するこ
とを特徴とする特許請求の範囲第1項記載の木レンガの
施工方法。
[Claims] ■) Wooden bricks are adhered to a mortar or concrete base using asphalt emulsion, rubber latex, or a mixed emulsion thereof, and laid out in a prescribed shape with a prescribed gap of 1 J, and the laid out The gaps between the wooden bricks are filled with a mixture of the asphalt emulsion, rubber latex, or a mixed emulsion thereof, and one or more mixtures selected from rubber-like elastic bodies or aggregates. How to construct wooden bricks. 2) When laying wooden bricks in a predetermined shape with a predetermined gap of 11 by adhering them to the mortar base using asphalt emulsion, rubber latex, or a mixed emulsion of these,
2. A method for constructing wooden bricks according to claim 1, characterized in that a frame assembled using rigid rectangular materials is used.
JP12227583A 1983-07-07 1983-07-07 KIRENGANOSEKOHOHO Expired - Lifetime JPH0246721B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12227583A JPH0246721B2 (en) 1983-07-07 1983-07-07 KIRENGANOSEKOHOHO

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12227583A JPH0246721B2 (en) 1983-07-07 1983-07-07 KIRENGANOSEKOHOHO

Publications (2)

Publication Number Publication Date
JPS6016603A true JPS6016603A (en) 1985-01-28
JPH0246721B2 JPH0246721B2 (en) 1990-10-17

Family

ID=14831928

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12227583A Expired - Lifetime JPH0246721B2 (en) 1983-07-07 1983-07-07 KIRENGANOSEKOHOHO

Country Status (1)

Country Link
JP (1) JPH0246721B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02285103A (en) * 1989-04-25 1990-11-22 Chichibu Cement Co Ltd Method and material for jointing

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02285103A (en) * 1989-04-25 1990-11-22 Chichibu Cement Co Ltd Method and material for jointing
JPH0684604B2 (en) * 1989-04-25 1994-10-26 秩父セメント株式会社 Joint material and its construction method

Also Published As

Publication number Publication date
JPH0246721B2 (en) 1990-10-17

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